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CHANDLER
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-- I r-A— -- T- -- -- _ a I EDGE OF METER PIT LOCATED 10' FROM BACK OF CURB O
WATER VALVE LOCATED 1' WEST OF SIDEWALK
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LOCATION W o°ab:
1 1 R DT 23 I QMETER PIT LOCATION DETAIL
S 1/2 OF NW 1/4 AND N 1/2 OF `W •/a °•f^r,^Y 11 T. 2 S., R. 5 E. OF P.M.M., Z I 27 B`I - _s I 1 90 �" I CI SCALE: 1"=20'
GALLATIN COUNTY, MONTANA r
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LEGEND OWNER
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SANIrARY SEWER MANHGIE STEVE MCGOUGH I I 8LOT�25 .."ry+w.w wr
SANITARY SEWER LINE2115 WESI BABCOCK I 2B Y A 61""'• I 1 _ior T C
�- - WATER LINE BOZEMAN, MONTANA 59715 a L , o
WATER VALVE AND METER PIT I I— 'n gA�EI LOT 26 -
e- -- — — -�E� TRACT B f�_._ rw.. I-
7F-- - HYDRANT ASSEMBLY I !D I PPP I L 6 NOTE:
--- EA MEW LINE COS x0 t/05 " --
ENGINEER I Ia aweL Wa.r ®1 °� HYDRANT LOCATED 9' FROM BACK OF CURB rTl
SETBACK LINE I Jualm Wv4y I I F+)
-- LOT LINE 29 zeu W e.e.m sl..a I LOT
WATER VALVE LOCATED I' WEST OF SIDEWALK
CURB AND GUTTER C&H ENGINEERING AND SURVEYING, INC. I _ ' •-• LO s W �„t Q N
SIDEWALK 614 WEST LAMME — rw,r�.•.+a►-1 -
,+I 81 '1 I �• I 10 7 77 On
BOZEMAN, MONTANA 59715 I — I AI Lor ze I�. 4_. ' O h+•l
(406) 587-1115
30 1 — II s.
LOT 29 LD
GENERAL NOTES 2 n«a 1
l
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS.
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE 31T� _-
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN r I !
ENGINEERING DEPARTMENT.
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE _ �!
ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., g West Babcock Street R! / ;�HYDRANT LOCATION DETAIL
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. _ ___ _ _ L� _ _ __ __ __ __ __ L _
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL c /.ca+ac
EQUIPMENT AND MATERIALS BY THE ENGINEER, - ------ --------Neat Babcock Street ""'Ka C1 SCALE 1"=20'
_.� _.-.��_._.-._ , ,o Drawing Date: /2/9/98
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BABCOCK 1[waWo[•.I
BEGINNING OF CONSTRUCTION.
MEADOWS I
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS SUBDIVISION
PRIOR TO BEGINNING CONSTRUCTION.
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR.
7. TRENCH BACKFILL SHALL BE TYPE A.
B. BENCHMARK: BOLT STAMPED #329 ON HYDRANT AT SOUTH SIDE OF MAIN STREET AND BABCOCK STREET. AS CONSTRUCTED
ELEVATION = 4806.32 (CITY OF BOZEMAN DATUM) 8�12�97 1f95C'9
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UPSTREAM FROM THE DOWNSTREAM PROPERTY LINE. Q,H Ha1 ♦x1•lp�al�ry O
PARK \2 J SEE STATIONS SHOWN. °\2'J°a \22JJ 1A \\aSJH
1790 \2 2. SANITARY SEWER SERVICE LINE SHALL BE INSTALLED MENDENI�ALL STREET \2 \2 ~
-E(SANG k PROPOSED CR 6 FEET BEYOND EASEMENT LINE ACCORDING TO
________ _ - I C,O.B. STANDARD DRAWING N0. 02724-1 _I....
EXISFING GRADE
4790 - - PROPOSED GRADE A
4780- - -._ _.. - 2'T
•SpR_35 PVC SSOt
104 LF OF LEGEND 4
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\ ® SANITARY SEWER MANHOLE con
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0+00 1+00 Q°yy La-— SANITARY SEWER LINE 4760 - - I��
SANITARY SEWER MAIN PROFILE (LOOKING NORTH) \2``"o �. - WATER VALVE AND METER PIT o+Go 2+0o C�
5�0 y�2G O2 SCALE: (,"=sO'-o" HORIZONTAL) (r=,o'-o" VERTICAL) a1g P a10 - HYDRANT ASSEMBLY 4 SANITARY SEWER MAIN PROFILE (,OOKING NORTH) �� "-- O
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EXISFING GR_ADE----t_____-- - -
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4790
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r2--�SANITARY SEWER MAIN PROFILE AS CONSTRUCTED
C2 SCALE: (1"=50'-O" HORIZONTAL) (,"=10'-0" VERTICAL) $/12/97
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�^ °G 1h y��6ry QQ GJ Q 2" max} 6 �' '.P�'04 J P •yx •lP• + JP J
°e�� ,ryx�,�� �P ry•�„�'oG,` ` P��p4l �P P2 \25 � 1 tiP 0 e` 25� '�'� .2Y',\ry 0° �e
MEW N S W A e,mR ,� .+ry oQ' \25
5�20 h ?,..Gp'�0 JP�QJ r0 P��' ar >74
IN 4800 _ (M'�
-------------
a -
--_-
v _
4790 --
- --------------
Wow,`_----
Nz
--
ei ---"_
T` - I __. j 1418 LF OF 6"CLASS 5/ DIP WATER MAIN
--- Drawing Date: 12/9/98
rn 4780
u 1.�'
—
-- '--- -
14+00 /3+00 /2+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 7+00 0+0C3
0
WATER MAIN PROFILE AS CONSTRUCTED
C3 SCALE (1"=50'-0'HORIZONTAL) (1"=10'-0" VERTICAL) 8/12/97
LL .:•
♦`T�Q0 da0 �p ♦T�� v?2 QY� OOa PAr G��a ?�
`LjacGf1, ypG 2��/ 2�1C �/ 2 \OP'O GpOE. /`iylP a° 1`�'/ �`2`/ QC� QPO' gS�P1F,OFACN',t�'�,i
'Y 'CtLQ-a'1 n� pit' .1. 0'0♦ }\\a �\�S'•�G20 0 ♦`\2 c�Q 2Q- p. PO r 4Y� 2 ♦ F,PryO 2�i. P ,�\a J•l G c�,
♦�.a 1' h'L J\. ';°b'�0 „�. '10 x00 2\F'P ?�•P agb�♦JQ4. POP ,b,1oi�O2yy a2, P 1�. '1 ►1 0�o,�i' `L Q0 1 \ci G MART(A Y
G\`a z G ♦O d Ox db O <G G •f�0 O py J4 2 OF�p �d O'L' �,� 1L a ¢ ,50 Oy. ♦z0 F.a1 - h ,y� ^� GJ ♦'S giANOLER
F. ♦ 2 \� P 2 `ti S 4.4 O 4. `Z' - 2 0 5.F' % 1 pp d O x ♦ 4. b'
hG20 € _ \,! b 00Ci Ox
I �Iy /� P Q? N�yr� .T p Q- ♦2 /.�+0 1 4. �- r P� ► d Cif�c. x,, 9S1eE$
♦ �• p F A J \. G O 2 P `_� b J �' �i°�r 0 �2 `t' p 0 �y �i o?
�� 0 ry0' ��V y Q� x♦ QPV �iP♦^a� �yCG ♦h p1 O�c. 2 E� Q� \. �Yy�L\�, r�T.�1 J �j o49 gFCI STCaf O
♦x Jpyy 00 'L p•lp�\Y,10, J1 •l0 O 0x �p4. �k ( �\E, p2 l�-,�a1�
>W '; G00�G 6����,ya ♦�To�,GOQ�10' Q>�,� P W W EXISTING 24' DE BITUMINOUS ROAQ'S�RFACE
ink 0-41'30'S" \�\' ♦xOJP�h p0. / Q W - Ox i 0p00b
R-135 33 O`'G n`� ya Sheet 4 of 5
51.19 �-
rt
e `� F _ — - - - — - - T - - - - - - --
yo I N 1 1/2" SLEEVE FOR FUTUR IRRIGATION
iz
12'A«—RaAO = , a x o , 1... E Z`; v R",ON
"` INSTALL MONUMENT BOX (STD. DWG. N0. 02529-3)
uo o (2 I+P) .L wUi a Vs/eT
INSTALL STOP SIGN /13IT
o INSTALL MONUMENT OX (STD. DWG. NO. 02529-31 I\�, " s/wae
"F ,
9.8
/ x I.0 >e W W z
�� L —jl �� W b $
d• `• - -w +� INSTALL STOP SIGN 0 R_1500 \� CURB AND GUTTER \ END CURB-// +`
V
INSTALL NO PARKING / INSTALL ND PARKING INSTALL NO PARKING ;'R'FT MARKFR ,ICN I
r (4 TYP.)
N .N. SEE DET 1>,W
INSTALL STOP SIGN AND-/
EITHER SIDE SIGN i \ .EITHER SIDE SIGN
88'45'45"
INSTALL U 5:1'S. SUPPLIED CLUSTER UNIT N.D.C-B-0, EITHER SIDE SI�#v
��+nwv_ `— '^ IN BOULEVARD 20' NORTH OF LOT 19, FLUSH WITH BACK OF CURB
— — _ 5'UttEL Eaaemml I {0
® /\ ` I_ � 1CA5.EL C.tEIC.TV)---''- v UTILITY CULVERT APPROVED BY MONTANA POWER�O. (3 TYP.)
m INSTALL PEDESTRIAN RAMP (2 TYP.) (2 SIM) t.
- AS PER C.O.B. STANDARD DRAWING NO. 02529-8"' �O2ti
Y I REMOVE AND SALVAGE BARRICADE LEGEND
SANITARY SEWER MANHOLE GP\' 0 20 P� p1'Qa2I
EASEMENT LINE N�
m O NOTE: ^.`V.. SETBACK LINE /°�, A b ♦ �2yQ0\
x 4i o, \ 2 1 Clrq
0'LL LOT LINE O 2 k QP O G Q. C� O♦
CURB AN GUTTER G S' •CQ'\ ya; E'1�06 P2 Q
DRIVEWAY ACCESS ON LOTS 16 AND 17, BLOCK 1 �`' 0v�' ,�\2 J'� E\F. 1`t` ♦x �yO��i •�4�\5
AND LOTS 1 AND 16, BLOCK 2 SHALL BE INSTALLED o SIDEWALK 0 G `� yf1 20�,gb
oN� cYi� IN ACCORDANCE WITH BOZEMAN ZONING ORDINANCE °1 ROAD PLAN 00 �p2 OTo GAO Pap
C, mN 18.50.110.D 1 MEGHANS WAY&MENDENHALL STREET •`G`Z'G\TU ♦x1. 201`,\'g0 �i.\' a110
rr op _ 07 \C4/SCALE: 1"=50'-0" 2P.t, �� �2p0;db x0 2 G2�0♦ 9
aw 2'.O" pa
00 9 1 2" EASEMENT I °Q?� �♦ �C'J .16 VJ/w 1fp{ �i•00 ♦\`�\22°QPQ,t.0Q02
LINE MEQHANS WAY MI:N ♦h d P o h 2 5
y.l MENDENHALL STREET xti ��� yti��16� :��b^� P?� yxa1P\J� �o�° O
_ y R, - o ee yF �a r/` �d I e F
DEPRESS CURB TO THIS LINE FOR s fl' 3O' O/x
CURB DROP. TRANSITION LENGTH 1' - - 4 - 1.5 _ "ti'
"Y A" BETWEEN NORMAL k DROP CURB `'` -- .- _ _ 1• I�. b0 P�9 I/0SP b
e R� SECTIONS SHALL BE 5'-0" Cg4pfl 2%SLOPE 2% SLOPE GRgo I E MENDENHALL STREET ♦x 2��da^ I\225�Jd �..�
V0P Vq f 2%SLOPE 2% SLOPE ��GRPO
-- --- SLOPE fg SIDEWALK R1fS SIDEWALK SIDEWAI K JPR\ES w�6
T-'-- — CURB AND GUTTER 1 �.. x0♦Fy b�0
SILL DETAIL 4 3" BITUMINOUS SURFACE - 3" BITUMINOUS SURFACE -- I EXISTING GROUND 4800-
tO C4 COMPACTED TO 97%MARSHALL COMPACTED TO 97%MARSHALL
F�1
STRIP SUBGRADE TO NATIVE GRAVEL RT C
4" OF 1 1/2" MINUS CRUSHED 9" OF 1 1/2" MINUS CRUSHED URVF yy
BASE COURSE COMPACTED BASE COURSE COMPACTED
TO 95%OF AASHTO T-99 TO 95% OF AASHTO T-99 -- - --- - -- _
T 4790 4 l-0.29% 0 3$
h 9" OF 4"-6" SELECT PIT RUN WITH SUBEXCAVATE TO NATIVE GRAVEL SUBGRADE \ V v'FABRIC AS REO'D BY ENGINEER IN-FILL SUBGRADE W/ SELECT PIT-RUN GRAVEL
OR SELECT CRUSHED GRAVEL BASE COURSE - 12" LIFT : 1' �y O
1 _- - NOTES: (3"-6" MINUS MAT'L) OR AS REO'D BY ENGINEER IV 0+00 -'r 2+00 3+0^
1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC. 02528 FOLLOWING FIELD REVIEW OF STRIPPED SUBGRADE \ \F
AND CAK STD. DWG. B. $T 8-1. (INSTALL GEOTEXTILE AS REO'D BY ENGINEER) �,3" - 1" MINUS CRUSHED GRAVEL 2. SIDEWALK AS PER C,O.B. STD, DWG. M02529-10 AND /I i102529.
9" - 6" MINUS BASE GRAVEL 3. FERTILIZING'AND'SEEb'N AS PER C.O.B. SPEC. 02223. (-,-,,ROAD-. PROFILE �FFF��JJjyyy
(TOPSOILING &SEEDING ON CUT & FILL AREAS ON ,TYPICAL STREET SECTIONS SLOPE 1,10 \ C4 SCALE: (1"=50'-0" HORIZONTAL) (1"=10'-0" VERTICAL)
CURB AND GUTTER DETAIL(MENDENHALL STREET) PROPERTY SIDE OF SIDEWALK) 5
C4 SCA LE:C4 yI BOZEMAN STANDARD DRAWING NO. 2528-1 N I' NOTE:SEE PLAN VIEW FOR TOP OF CURB ELEVATIONS W
L 2 O" AT CFNTERUNE CROWN TRANSITION AREAS .1 N
5 o PG 6 DRIVE OVER CURB AND GUTTER(MEGHANS WAY) P2°��
Q r^
by GJAO�i 04� � � C SCALL: 2"=1'-0" MPW STANDARD DRAWING N0. 2528-2 x'� b00 J20 ,C2 J♦ Vf
♦ryG��da +3 y GJ'� G x�6 LT�r ��a % NOTE:D TnIL AS SHOWN ON MPW STD.UWG N0.2528-2 ,` /ry °Q\�q px-T\2G 'y1 t`'4\�2 ab
F� ♦O�' C7_p� yP ,\O �iC G p\�' DOES NOT WORK GEOMETRICALLY. THE RADII WERE b'. OQpp�- (0�'O Ox♦•`G.j.G�F.00b -
��.b� ADJUSTED TO BEST FIT THE DRAWING AS REPRESENTED. 0 pF.
♦D'��Jy yy'S J\,° 0 10 r ♦'` / 2 ra ♦xGf'-?Ut,
I F, x
♦♦ �2 ♦O y 0�. x'S b1 h W � � I O � 0 00
MEGHANS WAY � 9 �,da
\,
'- - -- x♦2,✓��POJ ? x'Syb�O 3.05
4800
Drawing Date: 1219198
-�- --- -- --- zTDG4790
,PROPOSED KADE I
73+00 12+00 17+00 10+00 9+00 8400 "30 6+00 5+00 4,00 3+00 2*00 7.00 0+00 v
)ROAD PROFILE
C4 SCALE: (1"=50'-0" HORIZONTAL) (I"=10'-O" VERTICAL) •AS CONSTRUCTED
8/12/97 #96079
TOP OF BERM �
4785.8 �- �� ,�0 N Q+ CHANDLER j
- 14.0' SWALE CROSS SECTION /P0Q� 'S �s NO. 951aE5
7� 1"
.. � yOGJ9b JG ti0b�� y9� gFC t S1ERE' �O
�� + 4, +b 1, -d. +b •�� p4•�F,,Q 6bG0 P.tg ptJ
BOT POND - CURB CUTS C; 133 IrEER
- --- y ob Pa?1d�of o\ °a
4784.5 BOT OF RIP RAP SWALE v i.2"' 4785.E X`0.G�0° P1 O
pe` Sheet 5 of 5
(2)DITCH SECTION 6 SWALE DETAIL °O'A,G %bbto
CS SCALE: NTS CS SCALE: NTS ^�� ,. E /;114
4 �O �YGO G ll ¢ i C)
moo oxP�o�o� o
\ C�
bx
RENS/ON:
J r.
/ w
� m
- a
IaI •lY. ,, +d
3/'21M
FRAME k COVER TO BE CAIRD NO. 52441, CURB CUT
MCI 305 FRAME, 305 A COVER, OR ELEV=4785.E r
FCO 772 FRAME, 772-8 COVER.
l :i'__ 4.0' _ 3.0'
(COVERS SHAH_ HAVE 1" PICK HOLES) BOULEVARD JI SWALE LOX
nRA 2%SLOPE SEE DETAILLImp Z
CS W
FLAT SLAB COVER 4" CONCRETE SIDEWALK
STORMWATER DETENTION POND
, PRECAST REINFORCED CONCRETE MANHOLE RISER WITH 5:1 SIDE SLOPES 1I
/i.(X725'
AND COVER MANUFACTURED IN ACCORDACE WITH TOP OF BERM=4785.8
B
,�,/
OTTOM OF POND-4784.27 ASTM DESIGNATION C-478 P . {'Vp,y WEIR OUTLET=4784.27
.
POND DESIGN DEPTH=10'
STEPS 016" O.C. NOTE:
x 4
AI I JOINTS BF TWFFN MANHOLE SECTIONS, MANHOLE POND AREA=4140 SO FT
RING AND TOP SECTION, AND AROUND WATER PIPE INTO POND DESIGN VOLUME=3489 CU FT
MANHOLE SHALL BE WATERTIGHT. JOINTING MATERIAL CS
SHALL BE 'RAM-NEK" OR EQUAL FOR ALL JOINTS EXCEPT I \ 4 c
BETWEEN WATER PIPE AND MANHOLE WALL. METER AND
DOUBLE CHECK BACKFLOW PREVENTER TO BE SUPPLIED BY CITY \ �.� ��., r
OF BOZEMAN AT OWNERS EXPENSE. 4- \\ �� -- �./
3 0
0.
CS _ - i -_ - p Q, `o — �.— —15'Utility Eos—t
RELOCATED DITCH
1 1/2" OR 2" TYPE "K" COPPER 76'wife Eo—wt for RNocated Ditch
'stream setoocw - -(2" AT STA. 4+15 AND STA. 12+58.19) as
METER Ivy'.; (1 1/2" AT STA. 3+95)
\< �w
1 `TAPPING SADDLE AND CORP. STOP
CURB STOP WITH CURB BOX v •/%I
FORM FLEXIBLE WATERTIGHT SEAL (TYP.) - a' O
STRAIGHT STOP WITH METER FLANGE
DITCH PLAN � C!� Z
DOUBLE CHECK BACKFLOW PREVENTFR C5 SCALE: 1"=50'-0' ) O
METER PIT DETAIL
Q
Q
1" DEEPx1 3/4" WIDE SLOTS FOR 2"x6" SLATS
TREATED 2"x6" REMOVABLE SLATS c O
In
ndj -
PROVIDE REMOVABLE GRATE/TRASH RACK
7OVER TOP OF WEIRg
I ?
e i
TO DITCH
,�.G . `F P� '.o.�Q .fib G�P�a�y" ,\roy
FRQ4T NEW h�a��1��G�a, bxPaOx
w
4.C' 000G QJ 40 100G� P00� GaJ
TOP NEW -
TOP OF STRUCTURE W
OVERFLOW OUTLET 4800 1 -1• I ' �i
FLEV=4785.37 � INV GRADE 4800
--
47E 1 4785,8� GRADE r
WEIRNINC
4784.13 { ---
INV=47842 BOT POND iJ LF 0 ` -----
LN
1JF
F 8" PVC PIPE ® 1.299, -----
�'..a784.27
--
-,,.1 _ i-27% PROPOSED DI iCN BOTTOLX ' - - - -
9 _ BOTTOM 7 2.7 DITCH Drawing Date: 12/9/98
7 DITCH BOT 4 B�
4782.37 SIDE NEW \
i, WATERTIGHT SEAL
4781.772
WEIR DETAIL NOTE: 5+00 4+00 3+00 >,
10 r+nD D+oo
C.
`•I ,cif scAl c 1"=2'
USE �'4 BARS o. A L SIDES
z1DITCH PROFILE C 5
HRIZ. AND VERT ALL SDES
I' C5 SCALE: (1"=SC'-0" HORIZONTAL) (1"=10'-O" VERTICAL) AS "" T' -TED
8/12/97 �960?9